Unit load Method Frame | Virtual Work Method | Deflection And Slope at a Point | TOS I | SA - I
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- เผยแพร่เมื่อ 16 ต.ค. 2024
- In this video, we will discuss on basics of unit load method and its application to find deflection at a point.
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civil_const
Thank you for this! Please continue uploading and also thank you so much for using English ! I am from the south , so it makes it easier for me to follow.
You're so welcome!
Dear Sir, In Moment Table , For the member CD , you’re taking origin at D and only considered horizontal force acting at point E.. Vertical force acting at point E should be considered. Thank you 🙏
member CD ma at x distance left from D nikalda talako reaction le dine anticlockwise moment khai include gareko ta !
Sir if there is another problem like fixed beam than we should calculate the reaction or not??
Vae M system cd portion calculation is wrong take also value of Re=47.5x
Moment calculation of m system for mmbr cd is wrong u have left 47.5x
Main frame kaa fbd toh puraa banao calculation wrong horaa haaa hai aapka
Moment for portion CD
Please check karke bata do please sir
Clear xain sir vedio
I have worked on it in my recent videos.
then what about slope?
Please sir.....can you make one video on two hinges arch
Yogesh Bharadwaj I am onto it . I will upload it soon
The Civil Engineering Show....Thanks.....i am waiting for it
You can check in my channel.
@@civilconst sir Mx for portion CD check karke batado naa please mujhe wrong lagh raaha hai.
Usme 47.5x-10x^2
Aa raaha haii mera
धन्यवाद।
Bro slope b to calculate kro na
Moment table is wrong
Bro 10*1
Yo garaiko problem wrong xa
Sorry for that.
yesma dherai wrong xa hai..sathiharu
ka wrong xa ra
Please help by pointing out mistakes with exact time and correction. Be responsible
Moment table is wrong
But i hope the process is correct and should have helped you.
@@civilconstyes thank u .
But for M portion cd = 47.5x -10x^2